{"id":135928,"date":"2024-10-19T07:50:11","date_gmt":"2024-10-19T07:50:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ar-firepreventioncode-3volumes-2012\/"},"modified":"2024-10-25T00:00:29","modified_gmt":"2024-10-25T00:00:29","slug":"ar-firepreventioncode-3volumes-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ar\/ar-firepreventioncode-3volumes-2012\/","title":{"rendered":"AR FirePreventionCode 3Volumes 2012"},"content":{"rendered":"

The 3 volume set includes: 2013 Arkansas Fire Prevention Code, Volume I: Fire. Comprised of the 2012 International Fire Code\u00c2\u00ae, 2013 Edition Arkansas Fire Prevention Code 2013 Arkansas Fire Prevention Code, Volume II: Building. Comprised of the 2012 International Building Code\u00c2\u00ae, 2013 Edition Arkansas Fire Prevention Code 2013 Arkansas Fire Prevention Code, Volume III: Residential. Comprised of the 2012 International Residential Code\u00c2\u00ae, 2013 Edition Arkansas Fire Prevention Code<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2012 Arkansas Fire Prevention Code, Volume I: Fire
2012 ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE <\/td>\n<\/tr>\n
2<\/td>\n2012 ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE BASED ON THE 2012 INTERNATIONAL FIRE CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
7<\/td>\nSTATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/td>\nPART I – ADMINISTRATIVE
CHAPTER 1: SCOPE AND ADMINISTRATION
PART 1\u2014GENERAL PROVISIONS
SECTION 101 SCOPE AND GENERAL REQUIREMENTS
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
18<\/td>\nPART 2\u2014ADMINISTRATIVE PROVISIONS
SECTION 103 DEPARTMENT OF FIRE PREVENTION <\/td>\n<\/tr>\n
19<\/td>\nSECTION 104 GENERAL AUTHORITY AND RESPONSIBILITIES <\/td>\n<\/tr>\n
21<\/td>\nSECTION 105 PERMITS
SECTION 106 INSPECTIONS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 107 MAINTENANCE
SECTION 108 BOARD OF APPEALS
SECTION 109 VIOLATIONS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 110 UNSAFE BUILDINGS
SECTION 111 STOP WORK ORDER <\/td>\n<\/tr>\n
24<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 FEES <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
56<\/td>\nPART II – GENERAL SAFETY PROVISIONS
CHAPTER 3: GENERAL REQUIREMENTS
SECTION 301 GENERAL
SECTION 302 DEFINITIONS
SECTION 303 ASPHALT KETTLES
SECTION 304 COMBUSTIBLE WASTE MATERIAL <\/td>\n<\/tr>\n
57<\/td>\nSECTION 305 IGNITION SOURCES
SECTION 306 MOTION PICTURE PROJECTION ROOMS AND FILM <\/td>\n<\/tr>\n
58<\/td>\nSECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES
SECTION 308 OPEN FLAMES <\/td>\n<\/tr>\n
60<\/td>\nSECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT
SECTION 310 SMOKING <\/td>\n<\/tr>\n
61<\/td>\nSECTION 311 VACANT PREMISES <\/td>\n<\/tr>\n
62<\/td>\nSECTION 312 VEHICLE IMPACT PROTECTION
SECTION 313 FUELED EQUIPMENT
SECTION 314 INDOOR DISPLAYS
SECTION 315 GENERAL STORAGE <\/td>\n<\/tr>\n
63<\/td>\nSECTION 316 HAZARDS TO FIRE FIGHTERS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 317 ROOFTOP GARDENS AND LANDSCAPED ROOFS
SECTION 318 LAUNDRY CARTS <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 4: EMERGENCY PLANNING AND PREPAREDNESS
SECTION 401 GENERAL
SECTION 402 DEFINITIONS
SECTION 403 PUBLIC ASSEMBLAGES AND EVENTS <\/td>\n<\/tr>\n
67<\/td>\nSECTION 404 FIRE SAFETY AND EVACUATION PLANS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 405 EMERGENCY EVACUATION DRILLS
TABLE 405.2 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION <\/td>\n<\/tr>\n
69<\/td>\nSECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES
SECTION 407 HAZARD COMMUNICATION
SECTION 408 USE AND OCCUPANCY-RELATED REQUIREMENTS <\/td>\n<\/tr>\n
74<\/td>\nPART III – BUILDING AND EQUIPMENT DESIGN FEATURES
CHAPTER 5: FIRE SERVICE FEATURES
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 FIRE APPARATUS ACCESS ROADS <\/td>\n<\/tr>\n
75<\/td>\nSECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 505 PREMISES IDENTIFICATION
SECTION 506 KEY BOXES
SECTION 507 FIRE PROTECTION WATER SUPPLIES <\/td>\n<\/tr>\n
77<\/td>\nSECTION 508 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
78<\/td>\nSECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS
SECTION 510 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 6: BUILDING SERVICES AND SYSTEMS
SECTION 601 GENERAL
SECTION 602 DEFINITIONS
SECTION 603 FUEL-FIRED APPLIANCES <\/td>\n<\/tr>\n
85<\/td>\nSECTION 604 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
87<\/td>\nSECTION 605 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 606 MECHANICAL REFRIGERATION <\/td>\n<\/tr>\n
92<\/td>\nSECTION 607 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS
SECTION 608 STATIONARY STORAGE BATTERY SYSTEMS <\/td>\n<\/tr>\n
93<\/td>\nTABLE 608.1 BATTERY REQUIREMENTS <\/td>\n<\/tr>\n
94<\/td>\nSECTION 609 COMMERCIAL KITCHEN HOODS
TABLE 609.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY
SECTION 610 COMMERCIAL KITCHEN COOKING OIL STORAGE <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 7: FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE-RATED CONSTRUCTION <\/td>\n<\/tr>\n
97<\/td>\nSECTION 704 FLOOR OPENINGS AND SHAFTS <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 8: INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 INTERIOR WALL AND CEILING FINISHAND TRIM IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
99<\/td>\nTABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
100<\/td>\nSECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
101<\/td>\nSECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
104<\/td>\nSECTION 806 DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS
SECTION 807 DECORATIVE MATERIALS OTHER THAN DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 9: FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
109<\/td>\nTABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS <\/td>\n<\/tr>\n
110<\/td>\nSECTION 902 DEFINITIONS
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
112<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
114<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS
TABLE 903.2.11.6\u2014continued ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
116<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
123<\/td>\nTABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCHa <\/td>\n<\/tr>\n
124<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
134<\/td>\nTABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
135<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
136<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
137<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
138<\/td>\nEQUATION 9-2
EQUATION 9-3 <\/td>\n<\/tr>\n
142<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL
TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
143<\/td>\nEQUATION 9-4
SECTION 911 EXPLOSION CONTROL <\/td>\n<\/tr>\n
144<\/td>\nTABLE 911.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
145<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
146<\/td>\nSECTION 913 FIRE PUMPS
SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY <\/td>\n<\/tr>\n
148<\/td>\nTABLE 914.8.2 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
150<\/td>\nCHAPTER 10: MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
152<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
153<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
154<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
157<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
169<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
170<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
171<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
SECTION 1016 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
175<\/td>\nTABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE
SECTION 1017 AISLES <\/td>\n<\/tr>\n
176<\/td>\nSECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
177<\/td>\nSECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
179<\/td>\nSECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
181<\/td>\nSECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
184<\/td>\nSECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS
SECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
185<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
190<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
191<\/td>\nSECTION 1030 MAINTENANCE OF THE MEANS OF EGRESS <\/td>\n<\/tr>\n
192<\/td>\nCHAPTER 11: CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS
SECTION 1101 GENERAL
SECTION 1102 DEFINITION
SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS
TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTS <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa \u2014continued <\/td>\n<\/tr>\n
197<\/td>\nSECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1104.9 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1104.17.2 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy) <\/td>\n<\/tr>\n
201<\/td>\nSECTION 1105 REQUIREMENTS FOR OUTDOOR OPERATIONS <\/td>\n<\/tr>\n
202<\/td>\nCHAPTERS 12 THROUGH 19: RESERVED <\/td>\n<\/tr>\n
204<\/td>\nPART IV – SPECIAL OCCUPANCIES AND OPERATIONS
CHAPTER 20: AVIATION FACILITIES
SECTION 2001 GENERAL
SECTION 2002 DEFINITIONS
SECTION 2003 GENERAL PRECAUTIONS
SECTION 2004 AIRCRAFT MAINTENANCE <\/td>\n<\/tr>\n
205<\/td>\nSECTION 2005 PORTABLE FIRE EXTINGUISHERS
SECTION 2006 AIRCRAFT FUELING <\/td>\n<\/tr>\n
210<\/td>\nSECTION 2007 HELISTOPS AND HELIPORTS <\/td>\n<\/tr>\n
212<\/td>\nCHAPTER 21: DRY CLEANING
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS
SECTION 2103 CLASSIFICATIONS
SECTION 2104 GENERAL REQUIREMENTS
SECTION 2105 OPERATING REQUIREMENTS <\/td>\n<\/tr>\n
213<\/td>\nEQUATION 21-1
SECTION 2106 SPOTTING AND PRETREATING <\/td>\n<\/tr>\n
214<\/td>\nSECTION 2107 DRY CLEANING SYSTEMS
SECTION 2108 FIRE PROTECTION <\/td>\n<\/tr>\n
216<\/td>\nCHAPTER 22: COMBUSTIBLE DUST-PRODUCING OPERATIONS
SECTION 2201 GENERAL
SECTION 2202 DEFINITION
SECTION 2203 PRECAUTIONS
SECTION 2204 EXPLOSION PROTECTION
TABLE 2204.1 EXPLOSION PROTECTION STANDARDS <\/td>\n<\/tr>\n
218<\/td>\nCHAPTER 23: MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 LOCATION OF DISPENSING DEVICES
SECTION 2304 DISPENSING OPERATIONS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 2305 OPERATIONAL REQUIREMENTS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
221<\/td>\nTABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS <\/td>\n<\/tr>\n
225<\/td>\nSECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES
SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
227<\/td>\nTABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG
SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES <\/td>\n<\/tr>\n
228<\/td>\nSECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
230<\/td>\nSECTION 2311 REPAIR GARAGES <\/td>\n<\/tr>\n
234<\/td>\nCHAPTER 24: FLAMMABLE FINISHES
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 PROTECTION OF OPERATIONS <\/td>\n<\/tr>\n
236<\/td>\nSECTION 2404 SPRAY FINISHING <\/td>\n<\/tr>\n
239<\/td>\nSECTION 2405 DIPPING OPERATIONS <\/td>\n<\/tr>\n
241<\/td>\nSECTION 2406 POWDER COATING
SECTION 2407 ELECTROSTATIC APPARATUS <\/td>\n<\/tr>\n
242<\/td>\nSECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS
SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS <\/td>\n<\/tr>\n
244<\/td>\nCHAPTER 25: FRUIT AND CROP RIPENING
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 ETHYLENE GAS
SECTION 2504 SOURCES OF IGNITION
SECTION 2505 COMBUSTIBLE WASTE
SECTION 2506 ETHYLENE GENERATORS
SECTION 2507 WARNING SIGNS <\/td>\n<\/tr>\n
246<\/td>\nCHAPTER 26: FUMIGATION AND INSECTICIDAL FOGGING
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FIRE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
248<\/td>\nCHAPTER 27: SEMICONDUCTOR FABRICATION FACILITIES
SECTION 2701 GENERAL
SECTION 2702 DEFINITIONS
SECTION 2703 GENERAL SAFETY PROVISIONS <\/td>\n<\/tr>\n
252<\/td>\nSECTION 2704 STORAGE <\/td>\n<\/tr>\n
253<\/td>\nTABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2704.2.2.1\u2014continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
SECTION 2705 USE AND HANDLING <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION <\/td>\n<\/tr>\n
258<\/td>\nCHAPTER 28: LUMBER YARDS AND WOODWORKING FACILITIES
SECTION 2801 GENERAL
SECTION 2802 DEFINITIONS
SECTION 2803 GENERAL REQUIREMENTS
SECTION 2804 FIRE PROTECTION <\/td>\n<\/tr>\n
259<\/td>\nSECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS
SECTION 2806 LOG STORAGE AREAS
SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST AND RAW PRODUCT ASSOCIATED WITH YARD WASTE AND RECYCLING FACILITIES <\/td>\n<\/tr>\n
260<\/td>\nSECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER PRODUCTS <\/td>\n<\/tr>\n
262<\/td>\nCHAPTER 29: MANUFACTURE OF ORGANIC COATINGS
SECTION 2901 GENERAL
SECTION 2902 DEFINITION
SECTION 2903 GENERAL PRECAUTIONS
SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION <\/td>\n<\/tr>\n
263<\/td>\nSECTION 2905 PROCESS STRUCTURES
SECTION 2906 PROCESS MILLS AND KETTLES
SECTION 2907 PROCESS PIPING
SECTION 2908 RAW MATERIALS IN PROCESS AREAS <\/td>\n<\/tr>\n
264<\/td>\nSECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS <\/td>\n<\/tr>\n
266<\/td>\nCHAPTER 30: INDUSTRIAL OVENS
SECTION 3001 GENERAL
SECTION 3002 DEFINITIONS
SECTION 3003 LOCATION
SECTION 3004 FUEL PIPING
SECTION 3005 INTERLOCKS
SECTION 3006 FIRE PROTECTION
SECTION 3007 OPERATION AND MAINTENANCE <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 31: TENTS AND OTHER MEMBRANE STRUCTURES
SECTION 3101 GENERAL
SECTION 3102 DEFINITIONS
SECTION 3103 TEMPORARY TENTS AND MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
269<\/td>\nTABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS <\/td>\n<\/tr>\n
270<\/td>\nSECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
274<\/td>\nCHAPTER 32: HIGH-PILED COMBUSTIBLE STORAGE
SECTION 3201 GENERAL
SECTION 3202 DEFINITIONS
SECTION 3203 COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
276<\/td>\nSECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS <\/td>\n<\/tr>\n
277<\/td>\nFIGURE 3203.7.4 MIXED COMMODITIES <\/td>\n<\/tr>\n
278<\/td>\nSECTION 3205 HOUSEKEEPING AND MAINTENANCE
SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES <\/td>\n<\/tr>\n
279<\/td>\nTABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 3207 SOLID-PILED AND SHELF STORAGE
SECTION 3208 RACK STORAGE <\/td>\n<\/tr>\n
281<\/td>\nTABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE
SECTION 3209 AUTOMATED STORAGE <\/td>\n<\/tr>\n
282<\/td>\nSECTION 3210 SPECIALTY STORAGE <\/td>\n<\/tr>\n
284<\/td>\nCHAPTER 33: FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION
SECTION 3301 GENERAL
SECTION 3302 DEFINITIONS
SECTION 3303 TEMPORARY HEATING EQUIPMENT
SECTION 3304 PRECAUTIONS AGAINST FIRE
SECTION 3305 FLAMMABLE AND COMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
285<\/td>\nSECTION 3306 FLAMMABLE GASES
SECTION 3307 EXPLOSIVE MATERIALS
SECTION 3308 OWNER\u2019S RESPONSIBILITY FOR FIRE PROTECTION
SECTION 3309 FIRE REPORTING
SECTION 3310 ACCESS FOR FIRE FIGHTING
SECTION 3311 MEANS OF EGRESS
SECTION 3312 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
286<\/td>\nSECTION 3313 STANDPIPES
SECTION 3314 AUTOMATIC SPRINKLER SYSTEM
SECTION 3315 PORTABLE FIRE EXTINGUISHERS
SECTION 3316 MOTORIZED CONSTRUCTION EQUIPMENT
SECTION 3317 SAFEGUARDING ROOFING OPERATIONS <\/td>\n<\/tr>\n
288<\/td>\nCHAPTER 34: TIRE REBUILDING AND TIRE STORAGE
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 TIRE REBUILDING
SECTION 3404 PRECAUTIONS AGAINST FIRE
SECTION 3405 OUTDOOR STORAGE <\/td>\n<\/tr>\n
289<\/td>\nSECTION 3406 FIRE DEPARTMENT ACCESS
SECTION 3407 FENCING
SECTION 3408 FIRE PROTECTION
SECTION 3409 INDOOR STORAGE ARRANGEMENT <\/td>\n<\/tr>\n
290<\/td>\nCHAPTER 35: WELDING AND OTHER HOT WORK
SECTION 3501 GENERAL
SECTION 3502 DEFINITIONS
SECTION 3503 GENERAL REQUIREMENTS
SECTION 3504 FIRE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
291<\/td>\nSECTION 3505 GAS WELDING AND CUTTING <\/td>\n<\/tr>\n
292<\/td>\nSECTION 3506 ELECTRIC ARC HOT WORK
SECTION 3507 CALCIUM CARBIDE SYSTEMS
SECTION 3508 ACETYLENE GENERATORS
SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN <\/td>\n<\/tr>\n
294<\/td>\nCHAPTER 36: MARINAS
SECTION 3601 SCOPE
SECTION 3602 DEFINITIONS
SECTION 3603 GENERAL PRECAUTIONS
SECTION 3604 FIRE PROTECTION EQUIPMENT
SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
296<\/td>\nCHAPTERS 37 THROUGH 49: RESERVED <\/td>\n<\/tr>\n
298<\/td>\nPART V – HAZARDOUS MATERIALS
CHAPTER 50: HAZARDOUS MATERIALS\u2014GENERAL PROVISIONS
SECTION 5001 GENERAL <\/td>\n<\/tr>\n
300<\/td>\nSECTION 5002 DEFINITIONS <\/td>\n<\/tr>\n
301<\/td>\nSECTION 5003 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
303<\/td>\nTABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
304<\/td>\nTABLE 5003.1.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
TABLE 5003.1.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
305<\/td>\nTABLE 5003.1.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
306<\/td>\nTABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
307<\/td>\nTABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA <\/td>\n<\/tr>\n
308<\/td>\nTABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA <\/td>\n<\/tr>\n
310<\/td>\nTABLE 5003.8.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
311<\/td>\nTABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
314<\/td>\nTABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP MAND S OCCUPANCIES\u2014NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
315<\/td>\nSECTION 5004 STORAGE <\/td>\n<\/tr>\n
316<\/td>\nTABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT\u2014HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE <\/td>\n<\/tr>\n
318<\/td>\nSECTION 5005 USE, DISPENSING AND HANDLING <\/td>\n<\/tr>\n
320<\/td>\nTABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT\u2014HAZARDOUS MATERIAL LIQUIDS USE <\/td>\n<\/tr>\n
322<\/td>\nCHAPTER 51: AEROSOLS
SECTION 5101 GENERAL
SECTION 5102 DEFINITIONS
SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS
TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS
SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS
TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES <\/td>\n<\/tr>\n
323<\/td>\nTABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES
TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES <\/td>\n<\/tr>\n
324<\/td>\nTABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL STORAGE AREAS
SECTION 5105 OUTSIDE STORAGE
TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS
SECTION 5106 RETAIL DISPLAY <\/td>\n<\/tr>\n
325<\/td>\nTABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL DISPLAY AREAS <\/td>\n<\/tr>\n
326<\/td>\nTABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOLS
SECTION 5107 MANUFACTURING FACILITIES <\/td>\n<\/tr>\n
328<\/td>\nCHAPTER 52: COMBUSTIBLE FIBERS
SECTION 5201 GENERAL
SECTION 5202 DEFINITIONS
SECTION 5203 GENERAL PRECAUTIONS
SECTION 5204 LOOSE FIBER STORAGE <\/td>\n<\/tr>\n
329<\/td>\nSECTION 5205 BALED STORAGE <\/td>\n<\/tr>\n
330<\/td>\nCHAPTER 53: COMPRESSED GASES
SECTION 5301 GENERAL
SECTION 5302 DEFINITIONS
SECTION 5303 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 5304 STORAGE OF COMPRESSED GASES <\/td>\n<\/tr>\n
334<\/td>\nSECTION 5305 USE AND HANDLING OF COMPRESSED GASES
SECTION 5306 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
335<\/td>\nSECTION 5307 COMPRESSED GASES NOT OTHERWISE REGULATED <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 54: CORROSIVE MATERIALS
SECTION 5401 GENERAL
SECTION 5402 DEFINITION
SECTION 5403 GENERAL REQUIREMENTS
SECTION 5404 STORAGE
SECTION 5405 USE <\/td>\n<\/tr>\n
338<\/td>\nCHAPTER 55: CRYOGENIC FLUIDS
SECTION 5501 GENERAL
SECTION 5502 DEFINITIONS
SECTION 5503 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
340<\/td>\nSECTION 5504 STORAGE
TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS <\/td>\n<\/tr>\n
341<\/td>\nTABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS
SECTION 5505 USE AND HANDLING <\/td>\n<\/tr>\n
344<\/td>\nCHAPTER 56: EXPLOSIVES AND FIREWORKS
SECTION 5601 GENERAL <\/td>\n<\/tr>\n
346<\/td>\nTABLE 5601.8.1(1) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES\u2014DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES
TABLE 5601.8.1(2) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES\u2014DIVISION 1.3 EXPLOSIVES
TABLE 5601.8.1(3) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES\u2014DIVISION 1.4 EXPLOSIVES <\/td>\n<\/tr>\n
347<\/td>\nSECTION 5602 DEFINITIONS <\/td>\n<\/tr>\n
348<\/td>\nSECTION 5603 RECORD KEEPING AND REPORTING
SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING <\/td>\n<\/tr>\n
349<\/td>\nTABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA <\/td>\n<\/tr>\n
350<\/td>\nTABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 <\/td>\n<\/tr>\n
351<\/td>\nTABLE 5604.5.2(1)-continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES ASAPPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 <\/td>\n<\/tr>\n
352<\/td>\nTABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES\u2014DIVISION 1.3 MASS-FIRE HAZARD
TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES\u2014DIVISION 1.4 <\/td>\n<\/tr>\n
354<\/td>\nSECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS <\/td>\n<\/tr>\n
355<\/td>\nTABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES\u2014DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARD <\/td>\n<\/tr>\n
357<\/td>\nSECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS <\/td>\n<\/tr>\n
358<\/td>\nSECTION 5607 BLASTING <\/td>\n<\/tr>\n
359<\/td>\nSECTION 5608 FIREWORKS DISPLAY <\/td>\n<\/tr>\n
360<\/td>\nSECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS <\/td>\n<\/tr>\n
362<\/td>\nCHAPTER 57: FLAMMABLE AND COMBUSTIBLE LIQUIDS
SECTION 5701 GENERAL
SECTION 5702 DEFINITIONS <\/td>\n<\/tr>\n
363<\/td>\nSECTION 5703 GENERAL REQUIREMENTS
TABLE 5703.6.2 PIPING STANDARDS <\/td>\n<\/tr>\n
364<\/td>\nTABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS <\/td>\n<\/tr>\n
365<\/td>\nTABLE 5703.1.1\u2014continued CLASS I ELECTRICAL EQUIPMENT LOCATIONS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 5704 STORAGE <\/td>\n<\/tr>\n
378<\/td>\nTABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES <\/td>\n<\/tr>\n
379<\/td>\nTABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA <\/td>\n<\/tr>\n
380<\/td>\nTABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES <\/td>\n<\/tr>\n
381<\/td>\nTABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS <\/td>\n<\/tr>\n
382<\/td>\nTABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUTCARTONS ON CONVENTIONAL WOOD PALLETS <\/td>\n<\/tr>\n
383<\/td>\nTABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS OR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa <\/td>\n<\/tr>\n
384<\/td>\nTABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY
TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESSWITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY <\/td>\n<\/tr>\n
385<\/td>\nTABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE ANDPALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS <\/td>\n<\/tr>\n
386<\/td>\nTABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS <\/td>\n<\/tr>\n
387<\/td>\nSECTION 5705 DISPENSING, USE, MIXING AND HANDLING <\/td>\n<\/tr>\n
388<\/td>\nTABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES
TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4(1) <\/td>\n<\/tr>\n
391<\/td>\nTABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREAS <\/td>\n<\/tr>\n
393<\/td>\nSECTION 5706 SPECIAL OPERATIONS <\/td>\n<\/tr>\n
404<\/td>\nCHAPTER 58: FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS
SECTION 5801 GENERAL
SECTION 5802 DEFINITIONS
SECTION 5803 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
405<\/td>\nSECTION 5804 STORAGE
SECTION 5805 USE
SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
406<\/td>\nSECTION 5807 METAL HYDRIDE STORAGE SYSTEMS <\/td>\n<\/tr>\n
408<\/td>\nCHAPTER 59: FLAMMABLE SOLIDS
SECTION 5901 GENERAL
SECTION 5902 DEFINITIONS
SECTION 5903 GENERAL REQUIREMENTS
SECTION 5904 STORAGE
SECTION 5905 USE
SECTION 5906 MAGNESIUM <\/td>\n<\/tr>\n
410<\/td>\nCHAPTER 60: HIGHLY TOXIC AND TOXIC MATERIALS
SECTION 6001 GENERAL
SECTION 6002 DEFINITIONS
SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS <\/td>\n<\/tr>\n
411<\/td>\nSECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES <\/td>\n<\/tr>\n
414<\/td>\nTABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS <\/td>\n<\/tr>\n
416<\/td>\nSECTION 6005 OZONE GAS GENERATORS <\/td>\n<\/tr>\n
418<\/td>\nCHAPTER 61: LIQUEFIED PETROLEUM GASES <\/td>\n<\/tr>\n
420<\/td>\nCHAPTER 62: ORGANIC PEROXIDES
SECTION 6201 GENERAL
SECTION 6202 DEFINITION
SECTION 6203 GENERAL REQUIREMENTS
SECTION 6204 STORAGE <\/td>\n<\/tr>\n
421<\/td>\nTABLE 6204.1.2 ORGANIC PEROXIDES\u2014DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS
TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES <\/td>\n<\/tr>\n
422<\/td>\nSECTION 6205 USE <\/td>\n<\/tr>\n
424<\/td>\nCHAPTER 63: OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS
SECTION 6301 GENERAL
SECTION 6302 DEFINITIONS
SECTION 6303 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
425<\/td>\nSECTION 6304 STORAGE
TABLE 6304.1.2 OXIDIZER LIQUIDS AND SOLIDS\u2014DISTANCE FROM DETACHED BUILDINGS AND OUTDOOR STORAGE AREAS TO EXPOSURES
TABLE 6304.1.7(1) STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS IN COMBUSTIBLE CONTAINERS <\/td>\n<\/tr>\n
426<\/td>\nTABLE 6304.1.7(2) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS
TABLE 6304.1.7(3) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS
TABLE 6304.1.7(4) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS
TABLE 6304.2.2 OXIDIZER GASES\u2014DISTANCE FROM STORAGE TO EXPOSURES <\/td>\n<\/tr>\n
427<\/td>\nSECTION 6305 USE
SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE <\/td>\n<\/tr>\n
430<\/td>\nCHAPTER 64: PYROPHORIC MATERIALS
SECTION 6401 GENERAL
SECTION 6402 DEFINITION
SECTION 6403 GENERAL REQUIREMENTS
SECTION 6404 STORAGE <\/td>\n<\/tr>\n
431<\/td>\nTABLE 6404.2.1 PYROPHORIC GASES\u2014DISTANCE FROM STORAGE TO EXPOSURES
SECTION 6405 USE <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 65: PYROXYLIN (CELLULOSE NITRATE) PLASTICS
SECTION 6501 GENERAL
SECTION 6502 DEFINITIONS
SECTION 6503 GENERAL REQUIREMENTS
SECTION 6504 STORAGE AND HANDLING <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 66: UNSTABLE (REACTIVE) MATERIALS
SECTION 6601 GENERAL
SECTION 6602 DEFINITION
SECTION 6603 GENERAL REQUIREMENTS
SECTION 6604 STORAGE <\/td>\n<\/tr>\n
435<\/td>\nSECTION 6605 USE <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 67: WATER-REACTIVE SOLIDS AND LIQUIDS
SECTION 6701 GENERAL
SECTION 6702 DEFINITION
SECTION 6703 GENERAL REQUIREMENTS
SECTION 6704 STORAGE <\/td>\n<\/tr>\n
437<\/td>\nSECTION 6705 USE <\/td>\n<\/tr>\n
438<\/td>\nCHAPTERS 68 THROUGH 79: RESERVED <\/td>\n<\/tr>\n
440<\/td>\nPART VI – REFERENCED STANDARDS
CHAPTER 80: REFERENCED STANDARDS
AASHTO
AFSI
API <\/td>\n<\/tr>\n
441<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
442<\/td>\nBHMA
CA
CGA <\/td>\n<\/tr>\n
443<\/td>\nCGR
CPSC
DOC
DOL
DOTn <\/td>\n<\/tr>\n
444<\/td>\nDOTy
EN
EPA
FCC <\/td>\n<\/tr>\n
445<\/td>\nICC
ISO <\/td>\n<\/tr>\n
446<\/td>\nNEMA
NFPA <\/td>\n<\/tr>\n
448<\/td>\nUL <\/td>\n<\/tr>\n
449<\/td>\nUSC <\/td>\n<\/tr>\n
450<\/td>\nPART VII – APPENDICES
APPENDIX A: BOARD OF APPEALS <\/td>\n<\/tr>\n
452<\/td>\nAPPENDIX B: FIRE-FLOW REQUIREMENTS FOR BUILDINGS
SECTION B101 GENERAL
SECTION B102 DEFINITIONS
SECTION B103 MODIFICATIONS
SECTION B104 FIRE-FLOW CALCULATION AREA
SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS
SECTION B106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
453<\/td>\nTABLE B105.1 MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS <\/td>\n<\/tr>\n
454<\/td>\nAPPENDIX C: FIRE HYDRANT LOCATIONS AND DISTRIBUTION
SECTION C101 GENERAL
SECTION C102 LOCATION
SECTION C103 NUMBER OF FIRE HYDRANTS
SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS
SECTION C105 DISTRIBUTION OF FIRE HYDRANTS
TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS <\/td>\n<\/tr>\n
456<\/td>\nAPPENDIX D: FIRE APPARATUS ACCESS ROADS
SECTION D101 GENERAL
SECTION D102 REQUIRED ACCESS
SECTION D103 MINIMUM SPECIFICATIONS
FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS <\/td>\n<\/tr>\n
457<\/td>\nFIGURE D103.6 FIRE LANE SIGNS
SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS <\/td>\n<\/tr>\n
458<\/td>\nSECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS
SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS
D108 REFERENCED STANDARDS <\/td>\n<\/tr>\n
460<\/td>\nAPPENDIX E: HAZARD CATEGORIES
SECTION E101 GENERAL
SECTION E102 HAZARD CATEGORIES <\/td>\n<\/tr>\n
464<\/td>\nSECTION E103 EVALUATION OF HAZARDS <\/td>\n<\/tr>\n
465<\/td>\nE104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
466<\/td>\nAPPENDIX F: HAZARD RANKING
SECTION F101 GENERAL
SECTION F102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
467<\/td>\nTABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES <\/td>\n<\/tr>\n
468<\/td>\nAPPENDIX G CRYOGENIC FLUIDS\u2014WEIGHT AND VOLUME EQUIVALENTS
SECTION G101 GENERAL <\/td>\n<\/tr>\n
469<\/td>\nTABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
470<\/td>\nAPPENDIX H: HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS
APPENDIX I: FIRE PROTECTION SYSTEMS\u2014NONCOMPLIANT CONDITIONS
APPENDIX J: BUILDING INFORMATION SIGN <\/td>\n<\/tr>\n
472<\/td>\nAPPENDIX K CHILD CARE FACILITIES COMPILATION
SECTION K101 GENERAL <\/td>\n<\/tr>\n
477<\/td>\n[B] TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
[B] TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
478<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
479<\/td>\n[B] TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
484<\/td>\nINDEX <\/td>\n<\/tr>\n
514<\/td>\n2012 Arkansas Fire Prevention Code, Volume II: Building
2012 ARKANSAS FIRE PREVENTION CODE VOLUME II BULDING <\/td>\n<\/tr>\n
515<\/td>\n2012 ARKANSAS FIRE PREVENTION CODE VOLUME II BULDING BASED ON THE 2012 INTERNATIONAL BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
516<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
517<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
518<\/td>\nFOREWORD <\/td>\n<\/tr>\n
520<\/td>\nSTATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS <\/td>\n<\/tr>\n
521<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
529<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
531<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
532<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
534<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
537<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES <\/td>\n<\/tr>\n
538<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
539<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
540<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
541<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
571<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
572<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
573<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
575<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
576<\/td>\n[F] TABLE 307.1(1)\u2014(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
577<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
578<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
579<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
580<\/td>\nSECTION 311 STORAGE GROUP S
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
583<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
586<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
587<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
588<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
589<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
590<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
591<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
593<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
595<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
597<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
599<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
600<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
602<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
603<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
604<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
605<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
606<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
607<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
608<\/td>\n[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
609<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
610<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
611<\/td>\n[F] TABLE 415.5.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
615<\/td>\n[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
619<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
620<\/td>\nSECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
621<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
622<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS
SECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
625<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
626<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b <\/td>\n<\/tr>\n
627<\/td>\nTABLE 503\u2014continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
628<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
629<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
631<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
632<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
633<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
634<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
637<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
638<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e, h
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
639<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
641<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
642<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
644<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
645<\/td>\nEQUATION 7-1
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
646<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
647<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
648<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
650<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
651<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
652<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
653<\/td>\nSECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
654<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
655<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
656<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
658<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
660<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
661<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
662<\/td>\nTABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
663<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
664<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
667<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
668<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
672<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
674<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
675<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
676<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
677<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
678<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
679<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
680<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
681<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
682<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
683<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
684<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
685<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
686<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
687<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
688<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o,
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
689<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
690<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
691<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
692<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
693<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
694<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
695<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
696<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
697<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
698<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
699<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
700<\/td>\nTABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
701<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
702<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
703<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
704<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
705<\/td>\nTABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
706<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
EQUATION 7-6 <\/td>\n<\/tr>\n
707<\/td>\nEQUATION 7-7
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d <\/td>\n<\/tr>\n
708<\/td>\nTABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
709<\/td>\nEQUATION 7-8
EQUATION 7-9
TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10 <\/td>\n<\/tr>\n
710<\/td>\nEQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
711<\/td>\nFIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
EQUATION 7-13
FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
712<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
EQUATION 7-14
EQUATION 7-15
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
713<\/td>\nFIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
714<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
715<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
716<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
717<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
718<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
719<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
720<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
721<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
722<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
723<\/td>\nEQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
724<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALL BOARD MEMBRANESa, b, c, d <\/td>\n<\/tr>\n
725<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
726<\/td>\nEQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
FIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
727<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
729<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
730<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
731<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
733<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
734<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
736<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
738<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
740<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
741<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
744<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
745<\/td>\n[F]TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
755<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
756<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
757<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
758<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
759<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
764<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
765<\/td>\nEQUATION 9-4
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
766<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
767<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
768<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
769<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
770<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
771<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
772<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
773<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
776<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
777<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
782<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
786<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
787<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
788<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
789<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
791<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
792<\/td>\nTABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
793<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
794<\/td>\nSECTION 1017 AISLES
SECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
795<\/td>\nTABLE 1018.2 MINIMUM CORRIDOR WIDTH
SECTION 1019 EGRESS BALCONIES <\/td>\n<\/tr>\n
796<\/td>\nSECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION <\/td>\n<\/tr>\n
797<\/td>\nTABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
799<\/td>\nSECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
800<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
801<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
802<\/td>\nSECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
803<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
804<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
805<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
807<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
808<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
811<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
812<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
813<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
814<\/td>\nTABLE 1106.1 ACCESSIBLE PARKING SPACES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
816<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
818<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
819<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
820<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
822<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
823<\/td>\nSECTION 1110 SIGNAGE <\/td>\n<\/tr>\n
825<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
826<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
827<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
828<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
831<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
833<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
834<\/td>\nSECTION 1404 MATERIALS
SECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
835<\/td>\nTABLE 1405.3.1 CLASS III VAPOR RETARDERS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
839<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
840<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
842<\/td>\nTABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
843<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
845<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
846<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
847<\/td>\nTABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
848<\/td>\nTABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
849<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
851<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
852<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
854<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
855<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
856<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
857<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
858<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
859<\/td>\nSECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
861<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
862<\/td>\nSECTION 1511 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
863<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
864<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
865<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
866<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
867<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
868<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
869<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
870<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
871<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
872<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
EQUATION 16-23 <\/td>\n<\/tr>\n
873<\/td>\nTABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
874<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
875<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
876<\/td>\nFIGURE 1608.2\u2014 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
877<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
878<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
879<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
881<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
883<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
884<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
885<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
886<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
887<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cneta, b <\/td>\n<\/tr>\n
888<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
889<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
890<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
891<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
892<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
893<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
894<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
895<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
896<\/td>\nSECTION 1613 EARTHQUAKE LOADS
EQUATION 16-37
EQUATION 16-38
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n
897<\/td>\nEQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
898<\/td>\nFIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
899<\/td>\nFIGURE 1613.3.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
900<\/td>\nFIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
901<\/td>\nFIGURE 1613.3.1(2)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
902<\/td>\nFIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
903<\/td>\nFIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
904<\/td>\nFIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
905<\/td>\nFIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
906<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
907<\/td>\nEQUATION 16-41
EQUATION 16-42 <\/td>\n<\/tr>\n
908<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
909<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
910<\/td>\nSECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
912<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION
TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
913<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
914<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
915<\/td>\nTABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
916<\/td>\nTABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
919<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
920<\/td>\nSECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
921<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
923<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
925<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
926<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
927<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
928<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
929<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
930<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
931<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
932<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
933<\/td>\nEQUATION 18-1
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
934<\/td>\nEQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
935<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
936<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
937<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
938<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
941<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
942<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
944<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
945<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
951<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
952<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f \u2032c)
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
953<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
956<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
SECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
957<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
958<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
961<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
963<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
965<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
966<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
967<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
968<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
969<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2 <\/td>\n<\/tr>\n
970<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
SECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
971<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
972<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
973<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
976<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
977<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
978<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
979<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES <\/td>\n<\/tr>\n
980<\/td>\nSECTION 2207 STEEL JOISTS
SECTION 2208 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
981<\/td>\nSECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
983<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
987<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
988<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c <\/td>\n<\/tr>\n
989<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
990<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa, b
TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n
991<\/td>\nTABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b <\/td>\n<\/tr>\n
993<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
994<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
995<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
997<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
EQUATION 23-2 <\/td>\n<\/tr>\n
998<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1000<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1001<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
1002<\/td>\nTABLE 2306.2(1)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
1003<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h <\/td>\n<\/tr>\n
1004<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1005<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
1006<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
1009<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1010<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1011<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
1012<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
1013<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1014<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1015<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
1016<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1018<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1019<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1020<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1021<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1022<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
1023<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1024<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1025<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1026<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1027<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1028<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1029<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1030<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1031<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1032<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1033<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1034<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1035<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1036<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1037<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1038<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1039<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
1041<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1042<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1043<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
1044<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) <\/td>\n<\/tr>\n
1046<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
1047<\/td>\nFIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
1048<\/td>\nFIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1049<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
1050<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1052<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 <\/td>\n<\/tr>\n
1053<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1054<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
1055<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
1057<\/td>\nCHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS <\/td>\n<\/tr>\n
1058<\/td>\nTABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
1059<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
1060<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
1061<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1063<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1066<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
1067<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1068<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1069<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1070<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1071<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
1072<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1073<\/td>\nCHAPTER 27 ELECTRICAL
CHAPTER 28 MECHANICAL SYSTEMS
CHAPTER 29 PLUMBING SYSTEMS <\/td>\n<\/tr>\n
1075<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1076<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1077<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1078<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
1079<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1081<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1082<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1083<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
1084<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1085<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES <\/td>\n<\/tr>\n
1087<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1089<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
1090<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1091<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
1092<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
1093<\/td>\nCHAPTER 34 EXISTING STRUCTURES
SECTION 3401 GENERAL <\/td>\n<\/tr>\n
1094<\/td>\nSECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS
SECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
1095<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
1096<\/td>\nSECTION 3406 FIRE ESCAPES <\/td>\n<\/tr>\n
1097<\/td>\nSECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY
SECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1099<\/td>\nTABLE 3411.8.5 RAMPS
SECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1101<\/td>\nEQUATION 34-1
EQUATION 34-2
EQUATION 34-3
EQUATION 34-4 <\/td>\n<\/tr>\n
1102<\/td>\nTABLE 3412.6.3 COMPARTMENTATION VALUES
TABLE 3412.6.4 SEPARATION VALUES
TABLE 3412.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
1103<\/td>\nTABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 34-5
TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
1104<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES
TABLE 3412.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
1105<\/td>\nTABLE 3412.6.12 DEAD-END VALUES
EQUATION 34-6
TABLE 3412.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
1106<\/td>\nTABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3412.6.16 MIXED OCCUPANCY VALUESa
TABLE 3412.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
1107<\/td>\nTABLE 3412.6.18 STANDPIPE SYSTEM VALUES
TABLE 3412.6.19 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
1108<\/td>\nTABLE 3412.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
1109<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORESa
TABLE 3412.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
1111<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
1112<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
1113<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
1114<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
1115<\/td>\nASABE
ASCE\/SEI
ASME <\/td>\n<\/tr>\n
1116<\/td>\nASTM <\/td>\n<\/tr>\n
1122<\/td>\nAWCI
AWPA
AWS
BHMA <\/td>\n<\/tr>\n
1123<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
1124<\/td>\nCSSB
DASMA
DOC
DOJ <\/td>\n<\/tr>\n
1125<\/td>\nDOL
DOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
1126<\/td>\nGA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
1127<\/td>\nISO
NAAMM
NCMA <\/td>\n<\/tr>\n
1128<\/td>\nNFPA <\/td>\n<\/tr>\n
1129<\/td>\nPCI
PTI
RMI <\/td>\n<\/tr>\n
1130<\/td>\nSDI
SJI
SPRI
TIA
TMS <\/td>\n<\/tr>\n
1131<\/td>\nTPI
UL <\/td>\n<\/tr>\n
1132<\/td>\nULC
USC <\/td>\n<\/tr>\n
1133<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
1135<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
APPENDIX B BOARD OF APPEALS <\/td>\n<\/tr>\n
1137<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
1139<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1140<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
1141<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1143<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
1144<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
1145<\/td>\nSECTION E107 SIGNAGE
SECTION E108 BUS STOPS <\/td>\n<\/tr>\n
1146<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
1147<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1149<\/td>\nAPPENDIX F RODENTPROOFING
APPENDIX G FLOOD-RESISTANT CONSTRUCTION
APPENDIX H SIGNS
APPENDIX I PATIO COVERS
APPENDIX J GRADING
APPENDIX K ADMINISTRATIVE PROVISIONS
APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
1151<\/td>\nINDEX <\/td>\n<\/tr>\n
1189<\/td>\n2012 Arkansas Fire Prevention Code, Volume III: Residential
2012 ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL <\/td>\n<\/tr>\n
1190<\/td>\n2012 ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL BASED ON THE 2012 INTERNATIONAL RESIDENTIAL CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
1191<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1192<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
1193<\/td>\nFOREWORD <\/td>\n<\/tr>\n
1195<\/td>\nSTATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS <\/td>\n<\/tr>\n
1196<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1198<\/td>\nPART I\u2014ADMINISTRATIVE
CHAPTER 1: SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
1199<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
1200<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
1202<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1203<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
1204<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES <\/td>\n<\/tr>\n
1205<\/td>\nSECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
1206<\/td>\nPART II-DEFINITIONS
CHAPTER 2: DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
1220<\/td>\nPART III-BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3: BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
1221<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
1222<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
1223<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) ISOLINES OF THE 97 1\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES <\/td>\n<\/tr>\n
1224<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
1225<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
1226<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
1227<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
1228<\/td>\nFIGURE R301.2 (2) \u2014continuedSEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
1229<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1230<\/td>\nFIGURE R301.2(4)A BASIC WIND SPEEDS <\/td>\n<\/tr>\n
1231<\/td>\nFIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED <\/td>\n<\/tr>\n
1232<\/td>\nFIGURE R301.2(4)C WIND-BORNE DEBRIS REGIONS <\/td>\n<\/tr>\n
1233<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1234<\/td>\nFIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1235<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1236<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS <\/td>\n<\/tr>\n
1237<\/td>\nTABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n
1238<\/td>\nFIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
1239<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
1242<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION <\/td>\n<\/tr>\n
1243<\/td>\nTABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1(1) EXTERIOR WALLS <\/td>\n<\/tr>\n
1244<\/td>\nTABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
1246<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATION <\/td>\n<\/tr>\n
1248<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
1249<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES <\/td>\n<\/tr>\n
1250<\/td>\nSECTION R308 GLAZING
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
1251<\/td>\nTABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1253<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
1254<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
1257<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
1258<\/td>\nSECTION R314 SMOKE ALARMS
SECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
1259<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
1260<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
1262<\/td>\nSECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
1263<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
1266<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
1268<\/td>\nCHAPTER 4: FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
1269<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
1270<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
1271<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
1272<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
1273<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)
FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS <\/td>\n<\/tr>\n
1275<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
1277<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
1278<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
1279<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
1280<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
1281<\/td>\nTABLE R403.3(2)\u2014continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
1282<\/td>\nTABLE R403.3(2) \u2014continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
1283<\/td>\nTABLE R403.3(2)\u2014 edAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
1284<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
1285<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n
1286<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
1287<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
1288<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n
1289<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n
1290<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
1291<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
1292<\/td>\nTABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
1293<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
1294<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
1295<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
1296<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
1297<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
1298<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
1299<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
1301<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
1303<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
1304<\/td>\nSECTION R405 FOUNDATION DRAINAGE
TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
1305<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
1306<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
1308<\/td>\nCHAPTER 5: FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
1309<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
1310<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1311<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1312<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1313<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1314<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCON
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
1316<\/td>\nTABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
1317<\/td>\nTABLE R502.5(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS <\/td>\n<\/tr>\n
1318<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
1319<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
1320<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
1321<\/td>\nSECTION R505 STEEL FLOOR FRAMING
TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES <\/td>\n<\/tr>\n
1322<\/td>\nTABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
FIGURE R505.1.2 IN-LINE FRAMING
FIGURE R505.2(1) C-SHAPED SECTION <\/td>\n<\/tr>\n
1323<\/td>\nFIGURE R505.2(2) TRACK SECTION
TABLE R505.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
1324<\/td>\nFIGURE R505.2.5.1 FLOOR JOIST WEB HOLES
FIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
1325<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
1326<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
1327<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
1328<\/td>\nFIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
1329<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
1330<\/td>\nFIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
1331<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANS <\/td>\n<\/tr>\n
1332<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS <\/td>\n<\/tr>\n
1333<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANS <\/td>\n<\/tr>\n
1334<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
1335<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS <\/td>\n<\/tr>\n
1336<\/td>\nFIGURE R505.3.4(2) BEARING STIFFENER
TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS <\/td>\n<\/tr>\n
1337<\/td>\nTABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS
TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS <\/td>\n<\/tr>\n
1338<\/td>\nTABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS
FIGURE R505.3.7 TRACK SPLICE <\/td>\n<\/tr>\n
1339<\/td>\nFIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
1340<\/td>\nFIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING
FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING <\/td>\n<\/tr>\n
1341<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING
SECTION R507 DECKS <\/td>\n<\/tr>\n
1342<\/td>\nTABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST
TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
1343<\/td>\nFIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
1344<\/td>\nCHAPTER 6: WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
1345<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
1346<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
1347<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
1348<\/td>\nTABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1349<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
1350<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
1351<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESSIN SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
1352<\/td>\nTABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESSIN SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
1354<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
1355<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
1356<\/td>\nTABLE R602.7.1 SPANS FOR MINIMUM No.2 GRADE SINGLE HEADER <\/td>\n<\/tr>\n
1357<\/td>\nFIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WAL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
1358<\/td>\nTABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
1359<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINES
TABLE R602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
1360<\/td>\nFIGURE R602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
1361<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
1362<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
1363<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
1364<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
1365<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
1366<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
1367<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
1368<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
1369<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
1371<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
1372<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
1373<\/td>\nFIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL
FIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
1374<\/td>\nFIGURE R602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
1375<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
1376<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS <\/td>\n<\/tr>\n
1377<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
1378<\/td>\nFIGURE R602.10.6.5 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
1379<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
1380<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMINGFor SI: 1 inch = 25.4 mm.FIGURE R602.10.8(2)BRACED WALL
FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
1381<\/td>\nFIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS <\/td>\n<\/tr>\n
1382<\/td>\nFIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE R602.10.8.2 (3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
1383<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
1384<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
1385<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
1386<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
1387<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
1388<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING
FIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION <\/td>\n<\/tr>\n
1389<\/td>\nTABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
1390<\/td>\nFIGURE R603.2.5.1 WEB HOLES
FIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
1391<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS
TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
1392<\/td>\nTABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c
FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
1393<\/td>\nFIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
1394<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULE
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1395<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1396<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1397<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1398<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1399<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1400<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1401<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1402<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1403<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1404<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1405<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1406<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1407<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1408<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1409<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1410<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1411<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1412<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1413<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1414<\/td>\nTABLE R603.3.2 (22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1415<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1416<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1417<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1418<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1419<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1420<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1421<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1422<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1423<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1424<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1425<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1426<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1427<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1428<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
1429<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
1430<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
1431<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only
\n(33 Ksi steel)a, b <\/td>\n<\/tr>\n
1432<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only
\n(50 Ksi steel)a, b <\/td>\n<\/tr>\n
1433<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only
\n(33 Ksi steel)a, b <\/td>\n<\/tr>\n
1434<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only
\n(50 Ksi steel)a, b <\/td>\n<\/tr>\n
1435<\/td>\nTABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling
\n(33 Ksi steel)a, b <\/td>\n<\/tr>\n
1436<\/td>\nTABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling
\n(50 Ksi steel)a, b <\/td>\n<\/tr>\n
1437<\/td>\nTABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling
\n(33 Ksi steel)a, b <\/td>\n<\/tr>\n
1438<\/td>\nTABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1439<\/td>\nTABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling
\n(33 Ksi steel)a, b <\/td>\n<\/tr>\n
1440<\/td>\nTABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1441<\/td>\nTABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1442<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a,b <\/td>\n<\/tr>\n
1443<\/td>\nTABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a,b <\/td>\n<\/tr>\n
1444<\/td>\nTABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a,b <\/td>\n<\/tr>\n
1445<\/td>\nTABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1446<\/td>\nTABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1447<\/td>\nTABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1448<\/td>\nTABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1449<\/td>\nTABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1450<\/td>\nTABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1451<\/td>\nTABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1452<\/td>\nTABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1453<\/td>\nTABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b <\/td>\n<\/tr>\n
1454<\/td>\nTABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b <\/td>\n<\/tr>\n
1455<\/td>\nFIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
1456<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
1457<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN
FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
1458<\/td>\nTABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS
TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
1459<\/td>\nSECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
1460<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
1461<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
1462<\/td>\nFIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
1463<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
1464<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2 <\/td>\n<\/tr>\n
1465<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
1466<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
1467<\/td>\nTABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
1468<\/td>\nTABLE R607.1 MORTAR PROPORTIONSa, b
SECTION R608 MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n
1469<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
1470<\/td>\nTABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
1471<\/td>\nSECTION R610 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1472<\/td>\nFIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
1473<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b <\/td>\n<\/tr>\n
1474<\/td>\nFIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
1476<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
1477<\/td>\nFIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
1478<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
1479<\/td>\nFIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE
FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY <\/td>\n<\/tr>\n
1480<\/td>\nFIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
1481<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
1482<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
1483<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
1484<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
1485<\/td>\nEQUATION R6-1 <\/td>\n<\/tr>\n
1486<\/td>\nEQUATION R6-2
TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
1487<\/td>\nTABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
1488<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
1489<\/td>\nTABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
1490<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
1491<\/td>\nTABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
1492<\/td>\nTABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET
TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
1493<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
1494<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
1496<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
1497<\/td>\nFIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
1498<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
1499<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
1500<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
1501<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
1502<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1503<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1504<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1505<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1506<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1507<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1508<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1509<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1510<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
1511<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
1512<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1513<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1514<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
1515<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
1516<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD BEARING WALLS <\/td>\n<\/tr>\n
1518<\/td>\nFIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1519<\/td>\nTABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1520<\/td>\nFIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
1521<\/td>\nTABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1522<\/td>\nFIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1523<\/td>\nTABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1524<\/td>\nFIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
1525<\/td>\nTABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1526<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1527<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1528<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1529<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1530<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1531<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1532<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1533<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1534<\/td>\nFIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1535<\/td>\nTABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULA <\/td>\n<\/tr>\n
1536<\/td>\nFIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
1537<\/td>\nTABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1538<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1539<\/td>\nTABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
1540<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1541<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
1542<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
1543<\/td>\nFIGURE R612.7.2(1) THROUGH THE FRAME
FIGURE R612.7.2(2) FRAME CLIP
FIGURE R612.7.2(3) THROUGH THE FRAME
FIGURE R612.7.2 (4) FRAME CLIP <\/td>\n<\/tr>\n
1544<\/td>\nFIGURE R612.7.2(5) THROUGH THE FLANGE
FIGURE R612.7.2(6) THROUGH THE FLANGE
FIGURE R612.7.2(7) FRAME CLIP
FIGURE R612.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
1545<\/td>\nSECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS <\/td>\n<\/tr>\n
1546<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
1547<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
1548<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
1549<\/td>\nFIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
1550<\/td>\nFIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
1551<\/td>\nFIGURE R613.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
1552<\/td>\nFIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
1553<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 117\/8-INCH-DEEP SIP HEADERS (feet)a <\/td>\n<\/tr>\n
1554<\/td>\nCHAPTER 7: WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
1555<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
1556<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
1557<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
1558<\/td>\nTABLE R702.7.1 CLASS III VAPOR RETARDERS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
1559<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
1560<\/td>\nTABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
1561<\/td>\nTABLE R703.4\u2014continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
1563<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
1564<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
1565<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
1566<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
1567<\/td>\nTABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
1568<\/td>\nTABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS <\/td>\n<\/tr>\n
1572<\/td>\nCHAPTER 8: ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
1574<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1575<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1576<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1577<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1578<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1579<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1580<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1581<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1582<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1583<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1584<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1585<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1586<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1587<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1588<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1589<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1590<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1591<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
1592<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1593<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
1594<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
1595<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
1596<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH
FIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
1598<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
1599<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
1600<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
1601<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING
TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n
1602<\/td>\nTABLE R804.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION <\/td>\n<\/tr>\n
1603<\/td>\nFIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
1604<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
1605<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULE
TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1606<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1607<\/td>\nTABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1608<\/td>\nTABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1609<\/td>\nTABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b 33 KSI STEEL <\/td>\n<\/tr>\n
1610<\/td>\nTABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a,b 33 KSI STEEL <\/td>\n<\/tr>\n
1611<\/td>\nTABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL <\/td>\n<\/tr>\n
1612<\/td>\nTABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL <\/td>\n<\/tr>\n
1613<\/td>\nTABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION
FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
1614<\/td>\nFIGURE R804.3.1.1(2) BEARING STIFFENER
FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
1616<\/td>\nFIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
1617<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 KSI STEEL <\/td>\n<\/tr>\n
1618<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 KSI STEEL <\/td>\n<\/tr>\n
1619<\/td>\nTABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
1620<\/td>\nFIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTION <\/td>\n<\/tr>\n
1621<\/td>\nTABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL
TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES <\/td>\n<\/tr>\n
1623<\/td>\nTABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE
FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE <\/td>\n<\/tr>\n
1624<\/td>\nTABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
1625<\/td>\nTABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n
1626<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
1627<\/td>\nFIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
1628<\/td>\nFIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION
TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET <\/td>\n<\/tr>\n
1629<\/td>\nFIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FEET <\/td>\n<\/tr>\n
1630<\/td>\nFIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FEET <\/td>\n<\/tr>\n
1631<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
1632<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
1634<\/td>\nCHAPTER 9: ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
1635<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158
TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
1637<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
1638<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
1640<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1641<\/td>\nTABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1642<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1643<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS <\/td>\n<\/tr>\n
1644<\/td>\nTABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1645<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
1648<\/td>\nCHAPTER 10: CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
1649<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
1650<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
1651<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
1652<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1654<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
1655<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1656<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
1657<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
1658<\/td>\nPART IV-ENERGY CONSERVATION
CHAPTER 11: [RE] ENERGY EFFICIENCY <\/td>\n<\/tr>\n
1660<\/td>\nPART V MECHANICAL
CHAPTER 12: MECHANICAL ADMINISTRATION
CHAPTER 13: GENERAL MECHANICAL SYSTEM REQUIREMENTS
CHAPTER 14: HEATING AND COOLING EQUIPMENT AND APPLIANCES
CHAPTER 15: EXHAUST SYSTEMS
CHAPTER 16: DUCT SYSTEMS
CHAPTER 17: COMBUSTION AIR <\/td>\n<\/tr>\n
1661<\/td>\nCHAPTER 18: CHIMNEYS AND VENTS
CHAPTER 19: SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
CHAPTER 20: BOILERS AND WATER HEATERS
CHAPTER 21: HYDRONIC PIPING
CHAPTER 22: SPECIAL PIPING AND STORAGE SYSTEMS
CHAPTER 23: SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
1662<\/td>\nPART VI-FUEL GAS
CHAPTER 24: FUEL GAS <\/td>\n<\/tr>\n
1664<\/td>\nPART VII-PLUMBING
CHAPTER 25: PLUMBING ADMINISTRATION
CHAPTER 26: GENERAL PLUMBING REQUIREMENTS
CHAPTER 27: PLUMBING FIXTURES
CHAPTER 28: WATER HEATERS
CHAPTER 29: WATER SUPPLY AND DISTRIBUTION
CHAPTER 30: SANITARY DRAINAGE <\/td>\n<\/tr>\n
1665<\/td>\nCHAPTER 31: VENTS
CHAPTER 32: TRAPS
CHAPTER 33: STORM DRAINAGE <\/td>\n<\/tr>\n
1666<\/td>\nPART VIII-ELECTRICAL
CHAPTER 34: GENERAL REQUIREMENTS
CHAPTER 35: ELECTRICAL DEFINITIONS
CHAPTER 36: SERVICES
CHAPTER 37: BRANCH CIRCUIT AND FEEDER REQUIREMENTS
CHAPTER 38: WIRING METHODS
CHAPTER 39: POWER AND LIGHTING DISTRIBUTION
CHAPTER 40: DEVICES AND LUMINAIRES <\/td>\n<\/tr>\n
1667<\/td>\nCHAPTER 41: APPLIANCE INSTALLATION
CHAPTER 42: SWIMMING POOLS
CHAPTER 43: CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS <\/td>\n<\/tr>\n
1668<\/td>\nPART IX-REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
1669<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
1670<\/td>\nAPA <\/td>\n<\/tr>\n
1671<\/td>\nAPSP
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
1673<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
1682<\/td>\nAWPA
AWS
AWWA <\/td>\n<\/tr>\n
1683<\/td>\nCGSB
CISPI
CPA
CPSC <\/td>\n<\/tr>\n
1684<\/td>\nCSA <\/td>\n<\/tr>\n
1685<\/td>\nCSSB
DASMA
DOC <\/td>\n<\/tr>\n
1686<\/td>\nDOTn
FEMA
FM
GA <\/td>\n<\/tr>\n
1687<\/td>\nHPVA
HVI
ICC
ISO
MSS <\/td>\n<\/tr>\n
1688<\/td>\nNAIMA
NCMA
NFPA
NSF <\/td>\n<\/tr>\n
1689<\/td>\nPCA
SBCA
SMACNA
TMS
TPI <\/td>\n<\/tr>\n
1690<\/td>\nUL <\/td>\n<\/tr>\n
1691<\/td>\nULC
US-FTC
WDMA <\/td>\n<\/tr>\n
1692<\/td>\nAPPENDIX A: SIZING AND CAPACITIES OF GAS PIPING
APPENDIX B: SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
APPENDIX C: EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
APPENDIX D: RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
APPENDIX E: MANUFACTURED HOUSING USED AS DWELLINGS
APPENDIX F: RADON CONTROL METHODS <\/td>\n<\/tr>\n
1693<\/td>\nAPPENDIX G: SWIMMING POOLS, SPAS AND HOT TUBS
APPENDIX H: PATIO COVERS
APPENDIX I: PRIVATE SEWAGE DISPOSAL
APPENDIX J EXISTING BUILDINGS AND STRUCTURES
APPENDIX K: SOUND TRANSMISSION
APPENDIX L: PERMIT FEES
APPENDIX M: HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n
1694<\/td>\nAPPENDIX N: VENTING METHODS
APPENDIX O: AUTOMATIC VEHICULAR GATES
APPENDIX P: SIZING OF WATER PIPING SYSTEM
APPENDIX Q: ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS REFERENCE <\/td>\n<\/tr>\n
1696<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Arkansas Fire Prevention Code Rules<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AR<\/b><\/a><\/td>\n2012<\/td>\n1709<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":135931,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2732],"product_tag":[],"class_list":{"0":"post-135928","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ar","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/135928","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/135931"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=135928"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=135928"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=135928"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}